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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.8 LAccepted-Finance | ₹17.8 L | L1 | Accepted-Finance LOWEST |
| 2 | L2₹19.9 L+₹2.1 L (11.9%)Rejected-Finance | ₹19.9 L+₹2.1 L (11.9%) | L2 | Rejected-Finance SECOND LOWEST |
| 3 | L3₹20.4 L+₹2.6 L (14.8%)Rejected-Finance | ₹20.4 L+₹2.6 L (14.8%) | L3 | Rejected-Finance THIRD LOWEST |
| Sl No | Description | Qty | Unit | SHABU B. L2 | RAJESH KUMAR C L3 | SADHIK M L1 |
|---|---|---|---|---|---|---|
| 1.00Retarring and side berm concreting | ||||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 81 | cum | 451 ₹36,531 | 451 ₹36,531 | 402.7 ₹32,618.7 Lowest |
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 183.33 | sqm | 416 ₹76,265.28 | 416 ₹76,265.28 | 371.44 ₹68,096.1 Lowest |
| 1.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 1,802.5 | sqm | 16 ₹28,840 | 44 ₹79,310 | 14.37 ₹25,901.93 Lowest |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | 1,802.5 | sqm | 296 ₹5,33,540 | 296 ₹5,33,540 | 264.99 ₹4,77,644.48 Lowest |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 128.93 | cum | 9,390 ₹12,10,605.75 | 9,390 ₹12,10,605.75 | 8,379.48 ₹10,80,324.46 Lowest |
| 1.01 | OD438623/2025-2026:Surface dressing of the ground including removing vegitation and in equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to 1.50mtr. | 64 | per sqm | 37 ₹2,368 | 37 ₹2,368 | 33.51 ₹2,144.64 Lowest |
| 1.01 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 9.6 | cum | 9,776 ₹93,849.6 | 9,776 ₹93,849.6 | 8,723.37 ₹83,744.35 Lowest |
| 1.01 | OD438652/2025-2026:Engaging man coolies for removing waste particles, clearing sides etc. as per directions | 6 | each | 1,152 ₹6,912 | 1,152 ₹6,912 | 1,028.3 ₹6,169.8 Lowest |
Tender Value
₹19.9 L
EMD Value
₹49,780
Closing Date
18 Aug 2026, 6:00 pmClosed
Leejiaraju
ULLOOR ZONAL OFFICE
Project No 815/27 Rajeev gandhi nagar road retarring side berm concreating and aishwarya nagar road Reconcreating in Mannanthala ward
2026_LSGD_864726_16
AEE/KZTM/DB/T08/2026-27
Open Tender
Civil Works - Roads
Item Rate
mannanthala ward
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,500
Yes
₹49,780
Yes
19 Sept 2026
7 Aug 2026
20 Aug 2026
7 Aug 2026
18 Aug 2026
7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Retarring and side berm concreting | |||||
| 1.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | - | cum | - | - |
| 1.002 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | - | sqm | - | - |
| 1.003 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | - | - |
| 1.004 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | - | sqm | - | - |
| 1.005 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.006 | OD438623/2025-2026:Surface dressing of the ground including removing vegitation and in equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to 1.50mtr. | - | per sqm | - | - |
| 1.007 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 1 | cum | - | - |
| 1.008 | OD438652/2025-2026:Engaging man coolies for removing waste particles, clearing sides etc. as per directions | - | each | - | - |
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